Low Cost Housing is
a new concept which deals with effective budgeting and following of techniques
which help in reducing the cost construction through the use of locally available
materials along with improved skills and technology without sacrificing the
strength, performance and life of the structure.
There is huge misconception
that low cost housing is suitable for only sub standard works
and they are constructed by utilizing cheap building materials of low quality.The fact is that Low cost housing is done by
proper management of resources.Economy is
also achieved by postponing finishing works or implementing them in phases.
Building Cost
The building construction
cost can be divided into two parts namely:
Building material cost : 65 to 70 %
Labour cost : 65 to 70 %
Now in low cost
housing, building material cost is less because we make use of the locally available
materials and also the labour cost can be reduced by properly making the time
schedule of our work. Cost of reduction is achieved by selection of more
efficient material or by an improved design.
Areas from where cost can be reduced are:-
1) Reduce plinth
area by using thinner wall concept.Ex.15 cms thick
solid concrete block wall.
2) Use locally available
material in an innovative form like soil cement blocks in place of burnt brick.
3) Use energy efficiency
materials which consumes less energy like concrete block in place of burnt
brick.
4) Use environmentally
friendly materials which are substitute for conventional building components
like use R.C.C. Door and window frames in place of wooden frames.
5) Preplan every component of a house and rationalize the
design procedure for reducing the size of the component in the building.
6) By planning each
and every component of a house the wastage of materials due to demolition of
the unplanned component of the house can be avoided.
7) Each component of
the house shall be checked whether if it’s necessary, if it is not necessary,
then that component should not be used.
Cost reduction
through adhoc methods
Foundation
Normally the foundation
cost comes to about 10 to 15% of the total building and usually foundation
depth of 3 to 4 ft. is adopted for single or double store building and also the
concrete bed of 6″(15 Cms.)
is used for the foundation which could be avoided.
It is recommended to
adopt a foundation depth of 2 ft.(0.6m) for normal
soil like gravely soil, red soils etc., and use the uncoursed rubble
masonry with the bond stones and good packing. Similarly the foundation width
is rationalized to 2 ft.(0.6m).To avoid cracks formation in foundation the
masonry shall be thoroughly packed with cement mortar of 1:8 boulders and bond
stones at regular intervals.
It is further suggested
adopt arch foundation in ordinary soil for effecting reduction in construction
cost up to 40%.This kind of foundation will help in bridging the loose pockets
of soil which occurs along the foundation.
In the case black
cotton and other soft soils it is recommend to use under ream pile foundation
which saves about 20 to 25% in cost over the conventional method of construction.
Plinth
It is suggested to
adopt 1 ft. height above ground level for the plinth and may be constructed
with a cement mortar of 1:6. The plinth slab of 4 to 6″ which is normally
adopted can be avoided and in its place brick on edge can be used for reducing
the cost. By adopting this procedure the cost of plinth foundation can be
reduced by about 35 to 50%.It is necessary to take precaution of providing
impervious blanket like concrete slabs or stone slabs all
round the building for enabling to reduce erosion of soil and
thereby avoiding exposure of foundation surface and crack formation.
Walling
Wall thickness of 6
to 9″ is recommended for adoption in the construction of walls all-round
the building and 41/2 ” for inside walls. It is
suggested to use burnt bricks which are immersed in water for 24 hours and then
shall be used for the walls
Rat – trap
bond wall
It is a cavity wall
construction with added advantage of thermal comfort and reduction in the quantity
of bricks required for masonry work. By adopting this method of bonding of
brick masonry compared to traditional English or Flemish bond masonry, it is
possible to reduce in the material cost of bricks by 25% and about 10to 15% in
the masonry cost. By adopting rat-trap bond method one can create aesthetically
pleasing wall surface and plastering can be avoided.
Concrete block
walling
In view of high
energy consumption by burnt brick it is suggested to use concrete block (block
hollow and solid) which consumes about only 1/3 of the energy of the burnt
bricks in its production. By using concrete block masonry the wall thickness
can be reduced from 20 cms to 15 Cms. Concrete block masonry saves mortar consumption,
speedy construction of wall resulting in higher output of labour, plastering
can be avoided thereby an overall saving of 10 to 25% can be achieved.
Soil cement
block technology
It is an alternative
method of construction of walls using soil cement blocks in place of burnt
bricks masonry. It is an energy efficient method of construction where soil
mixed with 5% and above cement and pressed in hand operated machine and cured
well and then used in the masonry. This masonry doesn’t require plastering on
both sides of the wall. The overall economy that could be achieved with the
soil cement technology is about 15 to 20% compared to conventional method of
construction.
Doors and
windows
It is suggested not
to use wood for doors and windows and in its place concrete or steel section
frames shall be used for achieving saving in cost up to 30 to 40%.Similiarly
for shutters commercially available block boards, fibre or wooden practical
boards etc., shall be used for reducing the cost by about 25%.By adopting brick
jelly work and precast components effective ventilation could be provided to
the building and also the construction cost could be saved up to 50% over the
window components.
Lintels and Chajjas
The traditional
R.C.C. lintels which are costly can be replaced by brick arches for small spans
and save construction cost up to 30 to 40% over the traditional method of
construction. By adopting arches of different shapes a good architectural
pleasing appearance can be given to the external wall surfaces of the brick
masonry.
Roofing
Normally 5″(12.5 cms) thick R.C.C.
slabs is used for roofing of residential buildings. By adopting rationally
designed insitu construction practices like
filler slab and precast elements the construction cost of roofing can be
reduced by about 20 to 25%.
Filler slabs
They are normal RCC
slabs where bottom half (tension) concrete portions are replaced by filler
materials such as bricks, tiles, cellular concrete blocks, etc.These filler materials are so placed as not to compromise
structural strength, result in replacing unwanted and nonfunctional tension
concrete, thus resulting in economy. These are safe, sound and provide
aesthetically pleasing pattern ceilings and also need no plaster.
Jack arch
roof/floor
They are easy to
construct, save on cement and steel, are more appropriate in hot climates. These
can be constructed using compressed earth blocks also as alternative to bricks
for further economy.
Ferrocement channel/shell unit
Provide an economic
solution to RCC slab by providing 30 to 40% cost reduction on floor/roof unit
over RCC slabs without compromising the strength. These being precast,
construction is speedy, economical due to avoidance of shuttering and facilitate
quality control.
Finishing Work
The cost of finishing
items like sanitary, electricity, painting etc., varies depending upon the type
and quality of products used in the building and its cost reduction is left to
the individual choice and liking.